A reinforced concrete beam which is 300 mm wide and 650 mm deep is required to span 6.0 m between the centres of supporting piers 300 mm wide. The beam carries dead and imposed loads of 20 kNm and 19 kNm-l respectively. Assuming feu = 30 Nmm2, fy = fyv = 500 Nmm² and the exposure class is XC1, design the beam.

A reinforced concrete beam which is 300 mm wide and 650 mm deep is required to span 6.0 m between the centres of supporting piers 300 mm wide. The beam carries dead and imposed loads of 20 kNm and 19 kNm-l respectively. Assuming feu = 30 Nmm2, fy = fyv = 500 Nmm² and the exposure class is XC1, design the beam.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Steel Framing

A steel frame consists of a skeleton frame structure comprising of horizontal I-beams and vertical steel columns fitted in a rectangular grid building construction to brace the floors, walls, and the roof of the building held onto the frame. Due to the implementation of this methodology, the construction of the skyscrapers was feasible.

Question

Designing and detailing of singly reinforced simply supported beam - BS Code - Manual

(BS 8110)

With beam design

CROSS SECTION A-A
Longitudinal section
Reinforcement details of singly reinforced beam.
All dimensions are in mm

A reinforced concrete beam which is 300 mm wide and 650 mm deep is
required to span 6.0 m between the centres of supporting piers 300 mm
wide. The beam carries dead and imposed loads of 20 kNm' and 19
kNm respectively. Assuming fcu
and the exposure class is XC1, design the beam.
30 Nmm-2, fy = fyv= 500 Nmm 2

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